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SEDCAD 4 for Windows <br />(`nnurinh }1ppp - ,>nin Pn i. 1 Crh—h <br />Structure Detail: <br />Structure #3 (Cul vert,� <br />Final Pit Pumping <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater Loss Coef. <br />(ft) (ft) (Ke) <br />10.00 0.10 0.0140 2.00 0.00 0.90 <br />Culvert Results: <br />Design Discharge = 22.99 cfs <br />Minimum pipe diameter: I - 45 inch pipe(s) required <br />Structure #Z (Culvert) <br />Spoil Water from Trench Drain <br />Culvert Inputs: <br />Max. Tailwater Entrance <br />Length (ft) Slope ( %) Manning's n Headwater (ft) Loss Coef. <br />(ft) (Ke) <br />10.00 0.00 0.0140 1.50 0.00 0.90 <br />Culvert Results: <br />Structure #1 (Pond) <br />Pond 013 <br />Pond Inputs: <br />Design Discharge = 0.68 cfs <br />Minimum pipe diameter: I - 6 inch pipe(s) required <br />Initial Pool Elev: <br />5,555.00 ft <br />Initial Pool: <br />3.30 ac -ft <br />*Sediment Storage: <br />3.00 ac -ft <br />Dead Space: <br />0.00% <br />*Sediment capadty was entered by user <br />Perforated Riser <br />Filename: Pond 013 As -Built plus spoil water 1 0 -yr event.sc4 Printed 04 -07 -2014 <br />